Effects of Step Pool Porosity upon Flow Aeration and Energy Dissipation on Pooled Stepped Spillways
Author:
Affiliation:
1. Postdoctoral Researcher, School of Civil Engineering, Univ. of Queensland, Brisbane QLD 4072, Australia (corresponding author).
2. Professor, School of Civil Engineering, Univ. of Queensland, Brisbane QLD 4072, Australia.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0000858
Reference37 articles.
1. Abdul-Khader M. H. and Rai S. P. (1980). “A study of channel obstructions with a longitudinal slot.” Proc. 7th Australasian Hydraulics and Fluid Mechanics Conf. IEAust. Brisbane Australia 175–178.
2. André S. (2004). “High velocity aerated flows on stepped chutes with macro-roughness elements.” Ph.D. thesis Laboratoire de Constructions Hydraulics (LCH) EPFL Lausanne Switzerland 272.
3. Baker R. (1994). “Brushes clough wedge block spillway-progress report no. 3.” SCEL Project Rep. No. SJ542-4 Univ. of Salford U.K. 47.
4. Two-Phase Flow Characteristics of Stepped Spillways
5. Experimental Investigations of Free-Surface Aeration in the Developing Flow of Two-Dimensional Water Jets
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